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Torsion of Thin-wall I section member

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A small cantilever beam, with left end free to twist and warp right end fixed (no twist or warp). select Case 1b_tosion in custom design solver component


Reference: Warren C. Young, Roark's Formulas for Stress & Strain, 1989, Sixth Edition, McGraw-Hill, Inc.  ISBN 0-07-072541-1.  Page 392, example 2.

Filename:  roarks-p392-ex2.SHD




l=240 in, T=18 000 lb-in; a=144 in, E=30.106lb/in2; G =12.106lb/in2,